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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹29.1 LAccepted-AOC | l1 | Accepted-AOC AOC | |
| 2 | l2₹31.5 L+₹2.4 L (8.27%)Rejected-Finance | l2 | Rejected-Finance l2 | |
| 3 | l3₹32.4 L+₹3.3 L (11.3%)Rejected-Finance SOMESHWAR DISTRICT ALMORA | ALMORA | UTTARAKHAND | 263601 | l3 | Rejected-Finance l3 | |
| 4 | l4₹37.0 L+₹7.9 L (27.1%)Rejected-Finance | l4 | Rejected-Finance l4 |
Tender Value
₹39.0 L
EMD Value
₹78,000
Closing Date
7 Aug 2021, 5:00 pmClosed
PM Construction Unit UKPJN RANIKHET
PROJECT MANAGER CONSTRUCTION UNIT UTTARAKHAND PEYJAL NIGAM GHINGARIKHAL, RANIKHET DISTT-ALMORA 263645
CONSTRUCTION OF MINI STADIUM AND APPURTENANT WORK AT KAPKOT, DISTRICT - BAGESHWAR
2021_MDPEY_34489_1
1213/NIVIDA/50 DATED 14.7.2021
Open Tender
Civil Works
Item Rate
365 days
KAPKOT (BAGESHWAR)
AS PER TENDER DOCUMENT
2 documents required · 2 mandatory
₹590
PM Construction Unit UKPJN RANIKHET
₹78,000
PM Construction Unit UKPJN RANIKHET
23 Jun 2025
15 Jul 2021
10 Aug 2021
15 Jul 2021
7 Aug 2021
22 Jul 2021
21 Jul 2021
Amount
Excavation in Hilly Areas in Soil by manual means. Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
Carriage of Earth From other site by mechanical transport including loading unloading and stacking upto 3 km lead
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.
plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) upto 5m height
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Lal Singh
KAIRA CONSTRUCTION M180220143133130
Sher Singh
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finance_40731.pdf
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